摘要
以温差大、地材质量较差的施工条件下新建的水泥混凝土路面为例,对其出现早期裂缝的原因进行分析,并提出裂缝的预防和处理措施。
Taking the concrete pavement newly built under the construction conditions of low-quality paving material and high temperature difference as an example,the author analyzes the reason of early crack formation and gives out measures of crack prevention and control.
出处
《有色冶金设计与研究》
2010年第4期41-42,共2页
Nonferrous Metals Engineering & Research
关键词
水泥混凝土路面
干缩裂缝
温度裂缝
施工裂缝
防治
cement concrete pavement
desiccation crack
temperature cracking
prevention and control
